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HomeMy WebLinkAboutEngineering TABLE OE ROOF EEC `8,C®LU13JNS..fURL1N N_D G1RT8: SPECOCATION NOTES AND DES1G'*9 .kRA?y1ETER : - ('i POLY ROOF SCREEN ROOM .THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FORA HEIGHT 7'•7 145 MPH„EXP.'B. 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16&20 OF THE.FLORIDA BUILDING CODE(FBC),5TH DWG.#AQC-2017-221,REV.0 WIND SPEED.THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA EDITION(2014)BUILDING,USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. 1 BUILDING CODE(FBC),CHAPTERS 16 AND 20,AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION THE AAF STANDARDS OF THE"GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS"FOR TABLE 1 ARE APPLIED. April 21,2017 OF FLORIDA(AAF)"GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT 7'-7",145 MPH,EXP.'B' VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL,�2015 EDITION. B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC,TABLE 1604.5 AND AREA LOCATION WIND SPEED PER SHEET 1 OF 4 i FBC,FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2.1,ASCE 7-10. TABLE 1 MAIN ROOF MEMBER SCHEDULE C DESIGN PRESSURE:(18114 SCREENING),W W @ 25.52 PSF,LW @ 13.92 PSF,FOR SOLID ROOF @ 24.00 PSF PER TABLE 2002.4. GENERIC DES.IG'.J DATA MEMBER MARK 11 :RIALI THICKNESS ILENGTH DESIGN BASIS D MAXIMUM HEIGHT:•HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE-SPECIFIC DESIGN BYTHE ENGINEER OF RECORD. # SKIN POLY SKIN FT. FL,PROD.APPR. E ALLOWABLE DEFLECTION:L/fi0 MINIMUM,AS SPECIFIED IN TABLE#1604.3 OF FBC. HEIGHT 7'-7" 145 MPH EXP.'B' POLY ROOF PANEL#1 PRP1 ELITE 1 ALUM 3" 0.024 13'-0" FL7561-R3,DWG. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. OR= FL-1001.3-20-15 A QUALITY CONSTRUCTION,LLC TABLE 2 MAIN MEMBER SCHEDULE 2 MATERIALS(UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER OF RECORD): 3531 S.25TH STREET M P1BER MARK SIZE'IMATERIAO TYPE THICKNESS LENGTH DESIGN BASIS A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY#6005T5 OR#6061T6;ALLOY#6063T6'IS NOT ACCEPTABLE. FORT PIERCE,FL 34981 _ b X t ALLOY W F FT. B FASTENERS:ALUMINUM ALLOYS 02024-T4$#7075-T6,DOUBLE CAD-PLATED STEEL,HOT-DIPPED GALVANIZED STEEL OR OFFICE(772)343.0805 COLUMN#1 C7 I 2x3 ALUM HOLLOLY 0.050 0.050 7'-7"^" CALCULATION 300-SERIES STAINLESS STEEL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF FAX(772)461-3038 COLUMN#2 C2 2x3 ALUM HOLLOW 0.050 0.050 7W.75" CALCULATION DISSIMILAR MATERIALS AS DEFINED IN THE FBC.HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS. COLUMN#3 C3 Zx3 ALUM HOLLOW 0.050 0.050 7'-8.5" CALCULATION ALTERNATIVES N1UST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY COLUMN#4 C4 2x3 ALUM HOLLOW 0.0150 0.050 T-7.5" CALCULATION INSTALLATIONS UTILIZING THE SUBJECT METHODS. COLUMN#5 C5 2x3 ALUM HOLLOW 0.050 0.050 7'-8.25" CALCULATION C SCREEN CLOTH:SHALL BE VINYL-COATED,WOVEN FIBERGLASS,MAXIMUM DENSITY OF 18 X 14,58%OPEN MINMIUM. LOCATION:, CHAIR RAIL#1 CR1 2x3 . ALUM HOLL04Y '0.050 0.050 6'-2" CALCULATION OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. CHAIR RAIL#2 CR2 2x3 ALUM HOLLOW 0.050 0.050 4'-4" CALCULATION D ANY CONNECTION USED,THAT IS NOT SHOWN ON THESE SHEETS,MUST MEETALL FBC AND AAF GUIDELINES. NAME: CARRIER.BEM#1 CB1 2x3 ALUM HOLLOW 0.050 0.050 4'-7.5" CALCULATION E MATERIAL UPGRADES(STRONGER AND/CR'HIGHER GRADE MATERIALS)CAN BE SUBSTITUTED AT ANY TIME. HAVEE RESIDENCE EDGE BEAM#1 EB1 2x3 ALUM HOLLOW 0.050. - 0.050 12'-0" CALCULATION F A 2x2 OR A 2X3 SNAP MEMBER CAN ALWAYS P.EPLACE A 2x2 OR A 2x3 HOLLOW MEMBER,RESPECTIVELY. ADDRESS: G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE FAEPA13ER USED TO SUPPORT THAT 6905 SEBASTIAI I ROAD SCREENING OR KICKPLATE WILL BE A 1"x 2"x 0.046"O.B.OR STRONGER ALUMINUM MEMBER. CITY/STATE: ADDITIONAL SITE SPECIFIC INFORMATION H ALL DOOR JAMS(DJ)SHALL BE 2"x 2"x 0.046"ALUMINUM MEMBERS OR STRONGER. FORT PIERCE FL 34951 THIS POLY ROOF SCREEN ROOM IS LOCATED IN A RESIDENTIAL COMNIUMITY NORTH OF INDRIO ROAD AND WEST OF I IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS AR-2 NOT DISTURBED. COUNTY: THE TURNPIKE FEEDER ROAD IN FORT PIERCE. THE SCREEN ENCLOSURE HAS MANY OTHER HOUSES AND TREES SY.LUCIE .AROUND IT.EVEN THOUGH THERE IS A VERY SMALL POND NEARBY THERE ARE HOUSES AND TREES ALL AROUND 3 ALL HOUSE FASCIA'DETAILS,BOLTING.OR SCREW SELECTIONS,BEAM SPLICE DETAILS,DIAGONAL"K"BRACING DETAILS, THE POND THAT WILL PROTECT THE ENCLOSURE. IN ACCORDANCE WITH.THE EXPOSURE CATEGORIES LISTED IN COLUMN TO BEAM DETAILS,STRUCTURAL GUTTER DETAILS,WALL AND FASCIA DETAILS,CORNER ANCHOR DETAILS, SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE SHALL BE CALLED AN EXPOSURE'B'. _ ROOF BRACING DETAILS,EAVE BRACING DETAILS,ETC.,IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION,SHALT_BE ACCORDING TO THE COMPUTER PROGRAM"WINDSPEED BY LOCATION",APRODUCT OF'APPLIED TECHNOLOGY IN ACCORDANCE WITH THE LATEST FBC EDITION.INCLUDING THE AAR ALL INTERNAL CONNECTIONS SHALL MEET THE COUNCIL'THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK CATEGORY I ENCLOSURE IN THIS LOCATION IS FBC(AAF)ARID THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. DICTATED BY A WIND SPEED OF 145 MPH.HENCE,THE DESIGN PARAMETERS BEING USED HERE ARE 145 MPH WIND LOAD,EXPOSURE W,RISK CATEGORY 1. 4 THE LOCATION OF ALL"K"BRACING,WIND SRAU 1G,SAVE RAILS AND CHAIR RAILS,ALONG WITH ANY DESIGN ABNORMALITY,ARE SHOWN AND/OR LISTED ON SHEET 2,THE"SITE SPECIFIC DRAWING". THE NEW POLY ROOF SCREEN ROOM HAS A RISE OF 2INCHES AND A RUN OF 12 FEET WHICH GIVES A SLOPE OF FOR BUILDING OFFICIALS ONLY: ABOUT 0.17 INCHES PER FOOT. THE POLY ROOF SCREEN ROOM IS BEING BUILT ON AN EXISTING NOMINAL 4"SLAB 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND/OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS THIS DRAWING IS ONLY ACCEPTABLE THAT IS IN GOOD CONDITION,WHICH IS AN ACCEPTABLE FOUNDATION.THE DESIGN DRAWING IS SHOWN ON SHEET SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE. FOR BUILDING PERMITS&ONLY WHEN IT ' 2.THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN ON SHEETS 3.ADDITIONAL CONNECTION DR,WJINGS ARE - HAS THE ENGINEER OF RECORD'S RAISED SHOWN ON SHEET 4. 6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE"SITE SPECIFIC DRAWING".THE ACTUAL SPACING BETWEEN SEAL.COPIES ARE NOT DEEMED VALID. ANY TWO BEAMS MUST BE THE LISTED SPACING,+1-2".THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE THIS DOCUMENT IS THE PROPERTY OF AVERAGE SPACING SHOWN ON THE"SITE SPECIFIC DRAINING".ALL SPACING MUST NEVER BE GREATER THAN 8,0'O.C. R.A.DUNLEA,P.E.AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART TLI:cl:n•nu,s• 7 IN LIEU OF"SITE SPECIFIC ENGINEERING"AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: WITHOUT THE WRITTEN CONSENT OF `� ••• '•' t' '�1'• A THE SLAB MUST BE IN GOOD CONDITION,4"OR GREATER THICKNESS,CONSTRUCTED WITH REBAR,WIRE OR FIBER MESH. R.A.DUNLEA. ANYL+ +I'.i"'�I, •I•.IL�S— B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24"ON CENTER WITH MINIMUM ENGAGEMENT OF 2". ( I c)ICY FIF F7 IN",«• �' .s"'U e.( `. R.A DUNLEA,P.E. .01JPa! 8 ALL NEW SLABS,WITH OR WITHOUT FOOTERS,SHALL MEET THE FOLLOWING REQUIREMENTS AsAMINIMUM: 1513 CERVANTES PLACE MY'6E W-EQ'b`Ir 14Y 1N UWH�f'•;vi To A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, t THE VILLAGES,FLORIDA 32159 IBEMAR�YH I L ,T .v;q RI ' LV•F, B 4"NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, (772)285-64",(352)750-6207 C 4"NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI(MIN.)WITH FIBER MESH OR REBAR AND WIRE, bDbdun)oa(cDcenturvl ink.not � �,NOWc^D�pPAAHII W D SHALL BE SECURED TO EXISTING CONCRETE WITH#5 REBAR EVERY 24"O.C.TO AVOID SETTLEMENT,IF APPLICABLE. 1 FLORIDA P.E.Lic.No..42835 7IIR70TAG t�ae�oo-6crK44 A LL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: Am THE RummsialuTy OFIHE A SOIL MUST BE TED FOR MITES ER COUNTY 9 B CONCRETE @ 300tt PS(MIN)C'ITH ONE#5 REDAR FOR 8"x P REQUIREMENTS,8"AND TWO#5 REBAR FOR LARGER FOOTERS. 0`cY`j�'�ANTE ONr'OG�°yO6 ST.L CIE COON ` m�0� • ` v= LIUILDG DIVISION 10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: v¢ 0.' ••:it A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, n Yr '• 8 ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE. '0 0 9 � 1 •� ' TAT 1- �•� ?, o� 11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING. e000DATE 0��'•,R,LOMUST PIP R(pP,•�=o° C?o •NO INS 12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE SOX.ANY OTHER TASK,SUCH AS ELECTRICAL, °PPA�Oss ONAL`��°°6� / s -- PLUMBING,ETC,SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. �B44QciltD�t44p6� ( SITE SPECIFIC DRAYMNO r POLY ROOF SCUEN ROOM DWG.#AOC-2017.221,REV.0 - April 21,2017 SHEET 2 OF 4- 4 HOUSE HOUSE HOUSE HOUSE HOUSE I 7'-9" I SITE DESIGN DRAWING 1x2 lx2 HEIGHT7'-7"146PAPH EXP.'B' DJ T-0" DOOR <_E61 CR3->KP � 4'•6" A QUALITY CONSTRUCTION,LLC C 2x3 <•2x3 2:c3-> 3531 S.25TH STREET FORT PIERCE,FL 34981 4'-6" E61-> y OFFICE(772)343.0805 �� FAX(772)451-3038 KP <-CRI. 2x3-> C5 2_3_ S <.2x3 3"-1 LB.POLY ROOF�r)J 0.024."SKEM 12'-0" 2 <-E61 CR3•>KP�� LOCATION: <.2x3 2x3-> 4'-6" h Ns1NlEc HAVES RESIDENCE E61-> C4 7.3 ADDRESS: 4'-B" .;;KP <-CR1 2x3 <.0 6905 SEBASTIAN ROAD CITY/STATE: DJ DOOR 3'•ID" FORT PIERCE FL 34951 ^•c2 --- --— - ------- ---m _"_J__ COUNTY: - - ST.LUCIE 16" 6'-3" 12"OVERHANG ALL AROUND I 7'-7" I 50'_0" 7'-7 ---— LEFT SIbE ELEVATIOM VIED PLAN VIEW RIGHT SIDE ELEVATLON VIE'JV _DRATJIMGS NOT TO SCALE CB'I 2x3 3 3x3 CS'I�-2x3 2x C 1 2x3 Ca 2x3 G —x3 �1 2x3 'Cl 2x3 NOTE:SCREEN DOORS 6'-3" <•C1 C1-><-2x3 C1-><-2x3 C1-><-2x3 C1•><-2x3 C1-><.2X3. C7-><_2x3 C1-><.2x3 C1-><-2x3 C1-> PRAY BE ADDED OR <-2:(3 2x3-> ' RELOCATED PROVIDING THE COLUMNS ARE 7'-7" NOT DISTURBED. - CRL 7 3 CP3 +2�c3 CR3 2x3 CR3 2.c3 CR3 2x3 C 3 2 3 CR3 2x$_ CM— ?5 .('1Z33 7x 1'4" IQCKPLATE(KP) KICKPLATE I<ICKPLATE KICKPLAfE - KICKPLATE K1C(PLATE i<ICKPLATE f<IC(PLATE i ,I<ICKPLATE -y IMP, J_� 5y 1C_) I' L't:S"A cS 5ktj>..-+a..;.:�.:s,CY KticvS3����� ?•acs i? SrNit�' .45i•L 6 4 -'6'-4"' 6'411 6'-4" I 6'_4„ I ...6 4 48'_0„ r r FRONT ELEVATION VIEW R.A DUPILEA,P.E. 1513 CERVANTES PLACE THE VILLAGES,FLORIDA 32159 '(772)285-6444,(352)-150.6207 bobdunlea(d1centurVlink.nat FLORIDA P.E.Lie.No.42835 • @�oyunaencnnr00000 ®o`po PN�N0N I, COPY no •CCUs u O° • P x. NO. ' f�o°�SSBa Pont # a P", ` '' ` ' - RGv , AI E ONNETON I POLY ROOF SCREEN ROOM " ?; ' } o" ON TO STRUCTURE: "` DVIG.#AQC-2017-221,REV.0 sTE 4.,,rqp 4 FRONT eLevATION ; SECTION AT BEARING CONCRETE. , .° -.•--'--- :' - COLUMN (Op���i\y��F,/{fyf� April 21,zo17 ry`"'S RY FASC FhSPEN .• SEAI.JOIfr I Li - �.'xv'�.GBatT'�x0 Q.0 Ik ENDS a2 SOl)NB >'• CONT:NUCUS /� 'M[N.RCOF TIT i!5Y°FUR . t ED Ta bzs• F L SFIEET 3 OF 4 M. kTAc R ccNtnETE':. POLY ROOF CONNECTIONS �s,YO�-f@RSgEN50(tE 1Gi'1:M)N'PENETRATION- .' ..sEA1Eo,! ..•. ... .. .. .•. . .PRE-Dwit,Hg44:FAVow SPLITLING '.pR AIIKn watt(T(P); - q;.' , ,.'3'\' I4ASONRY• J]N _ C ..:. •', �. #1�"$M$@ ELF SECi?�GN ,AI 3EA* N' a�cPACNGTAEIc 16"TYP.TOP& HEIGHT 7'-7",145 MPH. EXP.'B' SG/idFEN �'TSYj 64BE0.:'. EP'73 CO LU M 11� V9�IP' a"l4•,0.024"41,0-uy-W BOTTOM . 3 TAPCDN @ 2)•j., , t. > l00:9 •18_i 6 )' !: &PAR.• 2 ,,.; ISO a PS _1 a.c.''o:t ° o A QUALITY COPISTRUCTION,LLC ENDS DAL@ ie. ' 120 B 7..1'��r4E� d;eiE. o°EPS POLY 3531 S.25TH STREET MAX.O.C.•' Jun R OIL ° ROOF 2-NOMINAL STRUCfURAC • 'C� FORT PIERCE,FL 34981 FACSA MtNwuM �•� T10 C '30 B•O,r 1a!a;C. ELITE TYPE'E' OFFICE(77$)343.0805 )SG C PS PER II6�r' ,%/12 FAX(772)431-3038 ?NQTE:USE yk13';EMBED _aD c 3D (7� AnE GUTTER OPTIONAL SLOPE EMS @ 7.O.r-(EU PFJt4'PANEL TOP& t 'YR. SHS�1N 140 C P5F i BOTTOM.ADD 2 SMS 2 e 4'FROM FAGi TAPCONS,21j d 41l'FROM ENDS, EU7M. ° TYP.TOP d 3E.T i OM° 150 C ADAPTOR () 14•MAx O,C.TO NOLI,OW BLOIX W L-WALL LOAO ENCLOSURE ENO TOP&.BOTTOM.HEAVY G ° RL-ROOFLOAD SHOWN ADHESIVE CAUCK TOP&BOTTOM CONnN000S (pPr_1• `° �, USE LAG BOLTS W/1."MIN. GUI °,° "a WASHER DIAMETER,1"MIN.LONGER CARRY BEAM PER TABLES LOCATION:' �NCLOSUREr TO CONCRETE DECK ° THAN PANELTHICKNESS SPACED PER 2.5 X 1.S'MIN.@ SIDE ANCHORING DETAIL ° °C•VIRY BEAM PERTABLES OR LAG SPACING TABLE 2. NON-LOADBEARING)WALLS BATON 1:USE Y'LAG BOLTS S-LALEDSITL-SPECIFIC ( _ PIAiS'IE: �s G RAL NO 410 OR Rn W/1•MIN,WASHER ONME(ER, 'OµAY1PIG�J.CALOJLATLONS ' ' - HAVEE RESIDENCE COLUMM:PER 7AB1F5 OR �43'x35a=h'aNGIE WTI}{(T)]q sl)';HADED. 1'MIN.LONGER.SNAN PANEL D IN OPOOHSI(2�•THRwCILTs, - .: --+1M1!F1E�I.FAS I_ Ta I ADDRESS: TtCOCXESSSFACEOPER LAGSEAEb`SITESPEOF)CAPCONSWI-WMIN,WASHEROIAMETEATO' - 9PAQNgTABLE7HISOEFAIL oo +rDEaMTp Nn .4LOWNUKUSETRUF.451=HII'x - 6+J05SESASTiAPIROf�D RAYffNGsrcNCULATIDNATAB,25y'APANI&3'FROM STAB EDGE&(6) O O NpTCH-01WhIM IN CF7fIER TO FLf -• ('ta=3/4')AT.8'O.C.F4f�UP• i FQR COMPOSFiE•ROOFS: CITY/ST:�TE: r1d SH5Tp CpWNN,'/f FROM ANCIL-EOGFS, OPTION 2:114°nidUBOL75 Ta n cnwLr Bt✓TM sxuG ,T0130-MPk'. MND SPED #10x(f-'/IWY ; S.N' FORT PIERCe^ FL 34951 NE EACH SIDE OF COLUMN ROOF,4-FROM EN0.S&1TBOTH OPDONS 34Y%*ANGLE(6)O.C.T02"2-.4•ann r:a �14 SM5 EA LEG,PASIDE OF CO(LHN ' GYPOSIJRE-OF;IV O.C.•Ft3R 1-1/4°D FENREFj WASHERS - COUNTY: EITHERSIDEIFF1EQUI BY.• ABOVEI30MPIfAVOUPTO :@'12'OX..((;)�jK_ ST.LUCIPBUll3TING OEP17. COWNN PER7AAU!i OR SEIJED S{TE x SPFrIFILORAWING/CALCIILAT19NS .15a.MPHWIND-SPEED : PANECTI-t1CM1� .17 EXP'cisbk'D' :@ROOF BEARING€1>MENT (SHOWN)-ANq.24!'0 C.LjD SECTIONAT SIDE OFF ROOT PANEL CALILKALL EXPOSEDSCRL 'NON�FJ+dt1NG ELEIAEI� 16E To-lls"CIRCLED"COPIPIECTIOPIS NEWMCIsDNG CONCRETE$LAB&FDpnNG.SE11111 SFECIFu HE103 W/15[1ER5 WAUS) ON THIS SHEET ARE BEING .P.ETAYGty1'.ADpT.tIONALFa071NG EiG[NE6019G SHEET Q'LA¢,4'FROM ENDS B24'MAX.O.G,1•MIN USED FOR THIS PROJECT. 92 �, LONGERTHAN PANELTHICpYHS TO SECURE ROOF L 8,AVE BEAM CONNECTION @ WALL /TO NON-PRIMARY WALLS ONLY-o1LR-XALLACREW "` •• FOF(PAti.ROc1F5: sMs 16; �[ HEaDS c (SjEACH#8 x 1/2;CONG S.M� ) 2 3 No s1D O O TIP.TOP •'•i''" , • (USED REQULOEO WHB'! BOTTOM, PER•1'2',PMFEL W!3T EPsaa-r. °EITERabP J = INF1M`PAPFIN SHER 4 5 6 OINNECTINGTO WALL) Iyi A O F PANE. •RusoLTiHRo(JGN ° ° - :::_%•:_:.,• _ r . di TH aNGLETOROOF, - 7 S 9 SAS• x°�° E]1Tc °' °9 o2x2BOX ;.. .:.•:•.•'.:r.•;:'ir::' 3•xB S'ANGLEFASTENEDTOINSIDEB OR l ROOIP i LON. 10 11 '.• BOTTOFFbF CARRY BEAM W/(2)y' VALANCE 2'•2'xy'AMGLP,(3)a14 5145 EA Ri70FPANEL ::,:-:..:•�9j1 t;.,9. '... Lr-� BOTT 70L75 SIDE,(5)914 SMS BOTTOM, O O L.G.FA SIDE OF BEAM 'CARJLY. PER FASTFNEDTO®S WALL W/(2)Y'XI%' a d4BED TAPCONS oR TD YfOab(MW 7I( \T N Ca F1L 1 ":, SI,YF,$PlCIFIC INTEGRITY BY OTHERS)WITH(3)=14s1Yy C , RPOR`FIN(-s'BEAM «kavn�r`./cA•T.eaTipr+sr•N - s : - NOT TO SCALE C TOP M?BU'TfaH) 6EAMSPLICE: fE$IFFq'F2AErV'�ilaS10(d .097• SEETABLE.H1.0W 0093'- :q •_ #MELaaNs vr(inIGN TIP. OVER COLUMN I� 1513 CEP.VANTES PLACE �TIf N1 P�RjT2315E. I z•.c s x - i1)Y,-LAC pLT,twk, ';r RO�OF°PAI'tEL TO BEAM.EASTENIN'6 p'ETAIL "('I•IE VILLAGES,FLORIDA 32.159 AL .}i.Et{ ^fc�_A}JJG VRLL 2x3' STpE 0.a53°NBE E F '- '3 :QEi3ulgr,n'x-bd't.vr(;7_ELgstarNs BOX - {seE LCARRffiI�R E�°• r„ - 772 285-6444,(352)750-6207 TIGTii T @'. S"P.EQPIEO BEAM TABLE (5)ESL SMS A TMAN ..,": ( ) '` PANELRUCNNESS bobdunlea(&centurvlink.net �iiE{N(':Alz,� FCkSIb'f4�;70 BE BELOW) OE OF PLTTE i Tx]•c0LBA1N sxGYm,y SLgEEx bD65T titiDf Rt{l(4.:A'•j; "-� r.rxtia-mGLsEACHSIDE FLORIDA P.E.Lie.No.42835 {':,.+.,+,.;.};c<•'t; :,�c 2 X VARIES 5[M:2'R 2'X r-e wO" �I' 3-014 SMS FUH GIDE . LAP BEA14 6L4 SKIS 0.O4S"&3'X n i ]Ie-OLl LONCRETEANL110R 1.O.E.MIN. gnGDG0B880 :�:'�'� �, �•'Yj 6- ID5N05& 3'XO.O93' DAPLGN OR EBWL)wl ,'i•�,. _�gq04D �'BZB I - YEMBEOMENT MIN. rY1N. V z4•D.a <NarstOwrq o goo �NCHONy�ePp MAX TOP •-2.0• 1�". ,•_ : r''-Y`1 � E•6OTTOM _T 1 � + , �VQ ° •R�°� • - • E N � 11T-OB.BABE PIATE ± p1 O TYP _ 'S. pp .J-11 TNI9OEfALL MAY NOT BC UBEO �- - . 0 • ° URTe BEAN, l ?fOq COLUMN6LMGERTNMI T•x3 T'MIN. (u f 41 CONCRETC FAB ..III-ICAIR-: pp O NI LB-010.BOLTS NAY BE M v d"• CUNCflETE FA6TLNEBB MU]T NIVEA i qp Ir• j 2X3 • .. ,.i'F.. z 6UBCTITUTEO FORME]-P146M613 '3"'I ' $HAP "I 6'WIDE x.•-/,U'T700C •;A - .� BOLTS REPUCE fi6CflEWb) „ N.,.�iti RII a)ULTWATE TLN6IONCMACffYOF �ADyy u BFFH TOP St ,1�' �:• ]ITNIB CONNECTION CAN eE UGFD IN Gn MM: S CMACITY OF 810V,ANO,A(MWWUMI P �/ / o,1•.- '••. .2cPM 7 AIJM;PLF•P+ON PJCK /' T,Sb PORAWORIONOLMINIMUNIMISION � n Jy 2x4.STR•.045 DEPTH i$ ST020FCA 17'BFAM',.T', 1 ',WOOOBYUL-RINILM BOE WORHINO SMEAR CAPACIT]'OF]40I.(00 I 1P'O•: / ^ 1f : p •• 2X6 :134'.OSO' N REGu[REO - ti1 :--6CREWS UI THEHEADER OI- �... NOTSUB6TIRIIE vr.w CONCRETB I jO w1 ° I STF. Or �Q 'N�Vt:i• Sy L7 1157' C'SuINN P,'cR TA2L=5 •' '•' _ _-. ANCHORSFORAAHGER6REANCH 3. m =p o za ,2IG•.B7x•. ? COLUMN/FOUNDATION FASTENER FOR 2x2 AND•2x3 I �o0'C�(�•. OR�Op'`�C'1�oo %''��•++'f ••• .t." LOAD CONDITIONS:CONNECTION UPIJFTLMACm-1,1BBx•SHE CAPACOY°33BA O V [i f,® �- 7%9 210'.072' 1--.---z'Oft 3'--j O yl.4 ; �UA�.•E }., Sr--I010 3GG A`!T 'NiGLS i.3ti:':YeI ':::....:. :3 .. O.y_ •• O'FOsgs101 dtl&6nY'`00 1 POLY ROOF SCREEN ROOM 9� ALTERNATECONNEf.„ON: -'�• I(2)#10 x 1-1/2"S.M.S. I DWG.#AQC-2017-221,REV.0 THRU SPLINE GROOVES - I ALTERNATE CONNECTION April 21,2017 DETAIL 1"x 2"w/T REE(3) /` BEAM/HEADER EDGE BEAi'JI--> #10 x 1-1/2"S.M S.INTOI, I SHEET 4 OF 4 SCREW DOSS II '.711 m ADDITIONAL CONNECTIONS HEIGHT 7'-7"145 MPH EXP.'B' ANGLE CLIPS MAY QUALITY CONSTRUCTION,LLC TWO(2)#10 x 1•1/2'S.M.S. BE SUBSTITUTED FOR A S.25TH STREET 1"x 2"OPEN BACK SIDE WALL HEADER INTO SCRE BOSS p g INTERNAL SCREW SYSTEM FORT PIERCE,FL 34987 ATTACHED TO FRONT ATTACHED TO 1"x 2" POST w/#10 x 1-112"S.M.S. OPEN BACK w/MIN. OFFICE(772)343.0805 MAX.6"FROM EACH END TWO(2)410 S.M.S. 4 FAX(772)461-3033 OF POST AND 24"O.C. ANCHOR 1"x 2"PLATE TO MIN THREE(3)#10 x CONCRETE w/114"�c 2-1/2" 1-1/2'S.M.S.INTO• --�- SIDE WALL GIRT ATTACHED CONCRETE ANCHORS NlITHIPJ ,-ISCREW BOSS ITO 1"x 2"OPEN BACK wl 6"OF EACH SIDE OF EACH LOCATION:^ MIN.THREE(3)#10 x 1-112" POSTAND 24"O.C.MAX /S.M.S.IN SCREW BOSSES i NAME: 1"x 2'EX'TRUSlON HAVES RESIDENCE PAIN.3-112"SLAB,2500 PSI is - .1 rm1ul-1/8" VAPOR.BARRIER ADDRESS: !_ COAJC.,6 x 6-tOxw 6905 SEBAS7IAPJ ROAD L' UNDERCO,ICRE'TE CiTY15TpTE: FRONT 1NALL GIRT--> W..N.M.OR FISER MESHI i#ct.� �s:$ MIN.IN CONCRETE e �::,,, FORT PIERCE FL 3-'i951 -- � !?LTERNATE HOLLOW UPF:IGI-)1 TO BASE A�3L9 ��.,,;,;� COUNTY: HOLLOW UPRIGHT TO BEAM DETAIL ST.LUCIc . / f ^ 'r••2'OPEN BACK FRONT AND SIDE BOTTOM PAILS e D" 1 , AT 1 ACNED TO PRONT ATTACHED TO CONCRETE w/1'4"x 2-1/4" FFRN THIS CIRCLED CO,IP,ECTt NS O POSTwI#10 x 1-1/2"S.M.S. CONCRETE/MASOlL1RY ANCHORS er G" ROOF FAlJELS:' ON THIS SHEET pRE.BEING MAX.6"FROM EACH END FROM EACH POST AND 24"O.C.MAX.AND LAG BOLTS W/. - RISER PANELS USED FOR THIS PROJECT. OF POST AND 24"O.C. WALLS MIN I".FROM EDGE OF CONCRETE. WASHERS PER L�ACROSS THE z4.O_C.,ALONG' SIDES1 MIN TAPCOI`J(OR=) '� HEADER.ATTACHED To POST 4-310 S.M.S.FROM INTERNAL SCREW SYSTEM z• 2'OR 2",x HOLLOW - IN CR W O z 1-112'S.M.S. DR 1W1P1GS NOT TO SCALE t IN SCREW BOSSES INSIDE FACE aF POST MAY DE SUBSTITUTED -- _ INTO SCREW SPLINES i EXTERNAL ANGLE CLIPS OF HOLLOW GIFT(1-1/2" A.PR R.A DUNLEA,P.E. I) a (C EMBEDMENT MIN.) I ! / y Ell CERVs1PITES PLACE i THE VILLAGES,FLORIDA 32159 1-z T OPEN BACK BOTTOM' 772)285-6444,(352)750-6207 • _ _ _ _ _ _ _ _ _ � �`'.'_::_ _ _ _ _ _ _ _ _ � ?� FHED� ' IL41L bofodunleaCaDceniut•vlink.neY FLORIDA P.E.Lic.No.42835 112 GIFT OR CHAIN RAIL 71 1/4'x Z-1/4'RIASGNP.Y- - - .^ - - - - - - ANCHOR aQ 6'FP.OHI EACHPOSTAND 24'O.C.(MAK) •SELF MATING 2_ 1 . No.C©NNECTIl�619 w/C®G�CEt�LE®FATEi�E4ESiY.PICALUPRIGHTDETAIL a9•; TA F7'�w4 f PARTIAL ELEVATIONS!GIRT TO POST,COMMECTVON s � I "°",e��F• FOR I �' � 7 ,°°s s• ......•�ago